This thesis project investigates the bucket foundation in clay subjected to cyclic loads. The cyclic irregular loading history in this thesis was represented by the equivalent number of cycles Neq with a certain level of cyclic to average stress ratio tcy/ta which can be derived using cyclic shear strain accumulation procedure developed in NGI. The first part is the bearing capacity analysis of bucket foundation in clay. The second part is to produce the displacement contour diagrams.The bearing capacity analysis used in-house software BIFURC from NGI. The normalized failure envelopes were investigated for different degree of cyclic degradation expressed by Neq, soil profiles and bucket foundation geometry h/D. The two soil profiles used in...
Skirted foundations are a potential foundation solution for a range of offshore structures including...
Bucket foundations are widely constructed for offshore wind turbines, which are subjected to combine...
Sensitive clay is a kind of natural soil known to develop occasional flow slides. Understanding its ...
This thesis project investigates the bucket foundation in clay subjected to cyclic loads. The cyclic...
Skirted foundations have been widely applied as offshore foundations for several decades. In design,...
The present study focusses on the bucket foundation behaviour under long-term cyclic loading. The pa...
In this study, a series of three-dimensional small-strain analyses are carried out to explore the co...
This thesis entitled "Modelling of cyclic degradation - Development of a cyclic accumulation model a...
Sensitive clay is a kind of clay, which loses its shear strength when it is subjected to cyclic load...
Soil`s behavior, when subjected to cyclic loading, may often be reduced stiffness giving large defor...
The response of bucket foundations for offshore wind turbines subjected to cyclic loading in saturat...
A wide range of geotechnical structures are subjected to episodes of cyclic loading. Among them, we ...
When fully saturated soils are subjected to cyclic loading in undrained conditions involving moderat...
The accumulation procedure on contour diagrams of shear strain is used in geotechnical design to acc...
Bucket foundations, especially multi-bucket foundations, have become an alternative for large offsho...
Skirted foundations are a potential foundation solution for a range of offshore structures including...
Bucket foundations are widely constructed for offshore wind turbines, which are subjected to combine...
Sensitive clay is a kind of natural soil known to develop occasional flow slides. Understanding its ...
This thesis project investigates the bucket foundation in clay subjected to cyclic loads. The cyclic...
Skirted foundations have been widely applied as offshore foundations for several decades. In design,...
The present study focusses on the bucket foundation behaviour under long-term cyclic loading. The pa...
In this study, a series of three-dimensional small-strain analyses are carried out to explore the co...
This thesis entitled "Modelling of cyclic degradation - Development of a cyclic accumulation model a...
Sensitive clay is a kind of clay, which loses its shear strength when it is subjected to cyclic load...
Soil`s behavior, when subjected to cyclic loading, may often be reduced stiffness giving large defor...
The response of bucket foundations for offshore wind turbines subjected to cyclic loading in saturat...
A wide range of geotechnical structures are subjected to episodes of cyclic loading. Among them, we ...
When fully saturated soils are subjected to cyclic loading in undrained conditions involving moderat...
The accumulation procedure on contour diagrams of shear strain is used in geotechnical design to acc...
Bucket foundations, especially multi-bucket foundations, have become an alternative for large offsho...
Skirted foundations are a potential foundation solution for a range of offshore structures including...
Bucket foundations are widely constructed for offshore wind turbines, which are subjected to combine...
Sensitive clay is a kind of natural soil known to develop occasional flow slides. Understanding its ...